The URL can be used to link to this page

Home My WebLink AboutSDP201800043 Plan - Approved 2018-08-15Milestone COMMUNICATIONS sHE TEL SHENANDOAI PERSONA_ COMMUNICATIONS , LLC 1. THE CONTRACTOR SHALL GIVE ALL NOTICES AND OOMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UIIUTY COMPANY SPECIFICATION -4 AND LOCM AND STATE J1.1RISDIC11OlAL CODES BEARING ON THE PERFORMANCE OF THE WORK. THE WORK PERFORMED ON THE PROJECT AND THE MATERIALS INSTALLED SHALL BE W STRICT ACCORDANCE WITH ALL APPLICABLE CODES REGULATIONS AND O MACE6 2 THE ARCHITECT/ENGINEER HAS MADE EVIRY EFFORT TO SET FORTH IN THE CONSTRUCTION AND CONTRACT DOCULIENTS THE COMPLETE SCOPE OF WORK. THE CONTRACTOR BIDDING THE ,TOB IS NENERMEIE55 CAUTIONED THAT MINOR DMISSONS OR ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PRCXCT AND NPROVEMMENTS N ACCORDANCE WREN THE FfW OF THESE DOCUMENTS S THE CONTRACTOR OR BIDDER SHALL BEAR THE RESPONSIBILITY OF NOI"NG (IN4YRITING) THE CONSTRUCTION MANAGFA OF ANY CONFLICTS, ERRORS, OR OMISSIONS PRIOR TO THE SUBMISSION OF CONTRACTOR'S PROPOSAL OR PERFORMANCE OF WORK, IN THE EVENT OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR EXTEN5 W WORK, UNLESS NRECTED N WRITING DTHER'MSE. 4, THE SCOPE OF WOW SHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT. LABOR AND ALL OTHER MATERIALS AND LABOR DEEMED NECESSARY TO COMPLETE THE WORX/PRQECT AS DESCNBED HEREIN. 5, THE CONTRACTOR SHALL MST THE JOB SITE PRIOR TO THE SUBMISSION OF BIDS OR PERFORMING WORK TO FAMILIARIZE HIMSELF WITH TRE FIELD CONDITIONS AND M VERIFY THAT THE PROJECT CAN BE CONSTRICTED N ACCORDANCE WITH THE CONTRACT DOO6ENIS. 6. THE CONTRACTOR SHALL OBTAIN AUTHORIZATION TO PROCEED WITH OONSTRULMON PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION DRANNG/OWMACT DOCUMENTS. Z THE CONTRACTOR SHALL INSTALL All EOUIPMENT AND MATERIALS ACCORDING TO THE MANUFACTURER'S/VENDOR'S SPECIFICATION UNLESS NOTED OMERNSE OR WHERE LOCAL CODES OR URDINANCIS TAKE NLCEDOICE 6. THE C NTRACTOR S ALL PRDVDE A FALL SET OF CONSTRUCTION DOCUMENTS AT 1HE SITE UPDATED WITH THE LATEST BENSONS AND ADDENDA OR DMFCATOLS AVAILABLE FOR THE USE BY ALL PERSONNEL INVOLVED WNTH THE PROJECT. W. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL COHSTRUCTGN MEANS, METH COS TECHMQIJM SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 10 THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS WHICH MAY RE REQUIRED FOR THE BY THE ARCHIIECT/ENGNEER, THE STATE, COUNTY OR LOCM GOVERNMENT AUTHORITY. 11. THECONTRACTOR SHALL MANCE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, EASEMENTS, PAVING, CURBING, ETC MIND CONSTRUCTION. UPON COMPLEIDN OF WORK, THE CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO CDNSINl1CTON ON OR ABOUT THE PROPERIX 42 THE CONTRACTOR SHAT KEEP THE GENERAL WORK AREA CLEAN AND HAZARD FREE DURING CONSTRUCTON AND DISPOSE OF ALL DIRT, DEBRIS, RUBBISH AND REMGVB EOOPIBNT NOT SPECIFIED AS REMAINING ON RE PROPERTY. PREMISS SHALL BE LEFT IN CLEAN OMTION AND FREE FROM PANT SPOTS, OUST. OR SMUDGES OF ANY NATURE. 13. THE CONTRACTOR SHALL COMPLY VRTH AL OSHA REOUIRCMENTS AS THEY APPLY TO THIS PROJECT. 14. THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER WHERE A CONFLICT OLCLRS ON ANY OF THE CONTRACT DOCUMEARS. THE CONTRACTOR IS NOT TO ORDER MATERIAL OR CONSTRUCT ANY PORTION OF THE WORK THAT IS IN CONFLICT UNTIL THE CONFLICT IS RESOLVED BY THE CONSTRUCTICN MANAGER. 15. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, PROPERTY LINES, ETC ON THE PRO ECT. MILESTONE COMMUNICATIONS - SHENTEL LEWIS MOUNTAIN • TIER II PWSF 299 COLONNADE DRIVE CHAR -L- LE,1lA22903 mitfa Reviewed and Approved by the -nmuldy,Development Department - IC -1 Is1 ��t File# DIRECTIONS' VICINITY MAP MECH FROM 12110 SUNSET HILLS ROAD, RESTON. VA. TURN RICHT ONTO SUNSET HILLS ROAD. MERGE ONTO VA -2B6 S/FARFAX COUNTY PARKWAY. MERGE ONTO 1-66 W. TAKE ENT 43A ROUTE 29 SOUTH TOWARD CANESMLLE/WARRENTON. KEEP STRAIGHT ONTO US-15S/US-29 S TAKE RAM RIGHT FOR US -250 OR EAST/1US-250HEST TOWARD CHARLOTTESMLLE. TURN RIGHT ONTO US -250 E. TURN RIGHT ONTO COLONNADE OR TAKE GRAVEL ROAD ON PoCHIT TO SITE CAB CABINET NGB MAIN GROUND BAR CLG CEILING MIN MINIMUM CONIC CONCRETE MTL METAL CONT CONTINUOUS NIC NOT IN CONTRACT CJ CONSTRUCTOFI JOINT ,-- NOT TO SCALE y3 y B i. ty'9r +11�rnML# . Y ON CENTER DWG DRAWING Vi R' - �' lacwnr,� �.,,-.er•e ..y n , �4'., EOAPMENT GROUND BAR J�,aaw- SQUARE Fool EA EACH SHT SHEET ELEC ELECTRICAL SYMBOLS AND ABBREVIATIONS ADI ADJUSTABLE MECH MECHANICAL APPROX APPROXIMATE MFR MANUFACTURER CAB CABINET NGB MAIN GROUND BAR CLG CEILING MIN MINIMUM CONIC CONCRETE MTL METAL CONT CONTINUOUS NIC NOT IN CONTRACT CJ CONSTRUCTOFI JOINT NTS NOT TO SCALE DIA DIAMETER OC ON CENTER DWG DRAWING OPP CPPDSITE EGO EOAPMENT GROUND BAR SF SQUARE Fool EA EACH SHT SHEET ELEC ELECTRICAL SIM SIMILAR EL ELEVATON SS STAINLESS STEEL EO E9UAL STL STEEL EQUIP EQUIPMENT TOG TOP OF CONCRETE EKT EGERIOR TOM TOP OF MASONRY FF FINISHED FLOOR TOS TOP OF STEEL GA CAGE TYP TYPICAL GMV GALVANIZED VF VERIFY IN FIELD GB GROUND BAR LION UNLESS OTHERWISE NOTED GC GENERAL CONTRACTOR WIF WELDED WIRE FABRIC GRND GROUNO W/ WITH LG LONG & AND LLH LONG LEG HORIZONTAL 0 AT MAX MAAMUM SHEET INDEX T-1 TITLE SHEET C4 SITE PLAN C -1A TOPOGRAPHIC MAP PLAN C-2 EROSION AND SEDIMENT CONTROL PLAN AND DETAILS A-1 COMPOUND PLAN A-2 MONOPOLE ELEVATION 8-1 SHENTEL ANTENNA LAYOUT, SECTION, DETAILS AND SCHEDULE S-2 SHENTEL EQUIPMENT LAYOUT AND DETAILS S-3 SHENTEL FIBER DISTRIBUTION AND PTC CABINET DETAILS 84 SITE DETAILS E-1 COMPOUND PLAN- ELECTRICAL E2 DIAGRAM, DETAIL AND ELECTRICAL NOTES E-3 GROUNDING PLAN AND DETAILS E4 UTILITY ROUTING PLAN TP -1 TREE PLAN PROJECT DESCRIPTION SPOT ELEYATION DATE SCOPE OF WON: I. INSTALL EROSION AND SEDIMENT CONTROLS. D5-15-18 CONSTRUCTION REVIEW 2. INSTALL TEMPORARY CONSTRUCTION ENTRANCE CENTERLWE 06-01-15 3. CLEAR AND GRADE SITE 10 FINAL SUBORADE ELEVATION. 07-05--18 C(NSIRUCTION 4, INSTALL MONOPOLE FOUNDATION AND 72'-e NICK MONDPOLE. R PLATE 5, INSTALL EQUIPMENT FRAME AND EQUIPMENT. G. INSTALL GROUNDING, TELCO VAULTS, UTILITY METER CENTER. 7. INSTALL ELECTRICAL AND TELEPHONE CONDUIT AND HMD HOLES Ha DETAIL NUMBER & INSTALL FENCE AND SITE IMPROVEMENTS. SHIT SHEET NUMBER 9. INSTALL ANTENNA& CABLES, EMS AND EQUIPMENT. —G— GROUND MIRE PROJECT INFORMATION g ANTENNA PROPERTY OWNER: RIVANNA WATER d SEWER AUTHORITY LATITUDE: N 35' DY ZE 3Y 695 MOORES CREEK LANE LONGITUDE: W -78 31' 08.52' CALL CHARLOTTESVILLE VA 22902 GROUND ELEVATION: }7225' MISS UTILITY APPLICANT' MILESTONE COMMUNICATIONS JURISDICTION: ALBEMARLE COUNTY 12770 SUNSET HILLS ROAD, SUITE IOD PROPERTY IO 07800-00-DD-002AO 3 WORKING DAYS PRIOR TO DIGGING RESTON, VA 20190 CURRENT ZONING: R15 RESIDENTIAL LEN MR.FORKAS SAFETY PRECAUTIONS SHALL BE IMPLEMENTED BY {703) 620-2555 EX 104 USE: WATER TANK/ (70 0-2555 CONTRACTOR(S) AT ALL TRENCHING IN ACODRDANCE WITH TFLECOMMUNCATRNS SITE CURRENT OSHA STANDARD 4/entrex communfeaUon aerviwa, fne. 6600 Rockledge Arlve, Sults 590 BETHESDA, MD 20817 PHONE: (202)400.0960 FAX: (202)408-0961 SUBMITTALS DATE DESCRIPTION REV. D5-15-18 CONSTRUCTION REVIEW 05-01-15 CONSTRUCTION REVIEW 06-01-15 CONSTRUCION REVEW 07-05--18 C(NSIRUCTION Milestone COMMUNICATIONS PROJECT NO: 1050.221 DESIGNER: C. S. ENGINEER: M.M. SCALE: D Tz T GRAPHIC SCALE IN INCHES LEWIS MOUNTAIN 299 COLONNADE DRIVE CHARLOTTESVILLE, VA 22903 TITLE: TITLE SHEET SHEET NUMBER: T-1 . r.x+w•rq DATE DESORPTION REV. GS -13-18 WNSTRIICDGe RENEW 2B-01-18 G .{ CLNSIRIJUDN REVIEW 07-05-18 CONSTRUCTION W-25-18 COUNTY COMMENTS I, I. .a f .A } VICINITY MAP J) 1 SCALE: 1"= 2000• SITE PLAN NOTES 1. SITE NAME: LEWIS MOUNTAIN 2. THIS IS NOT A BOUNDARY SURVEY AND IS NOT TO BE USED FOR THE TRANSFER OF PROPERTY. 3, THE SUBJECT PARCEL INFORMATION: OWNER: RIVANNA WATER & SEWER AUTHORITY PREMISES ADDRESS: 299 COLONNADE DRIVE CHARLOTTESVILLE, VA 22902 MAILING ADDRESS: 695 MOORES CREEK LAKE CHARLOTTESVILLE VA, 22902 JURISDICTION: ALBEMARLE COUNTY PARCEL IN 07600-00-00-002AO ZONING: R15 RESIDENTIAL 4. THE DATUM'S ARE NAD 83 AND NAVO 88, AND THE BEARING BASE IS STATE GRID. 5. NO UNDERGROUND UTILITIES HAVE BEEN LOCATED, THE PRESENCE OF ANY SUCH UTILITIES MUST BE CONFIRMED BY THE CONTRACTOR BEFORE CONSTRUCTION. 6. NO WETLANDS HAVE BEEN DEFINED AND ANY AREAS SHOWN AS MARSH, PONDS OR DITCHES ARE DONE SO FROM VISIBLE SURFACE FEATURES AND IN NO WAY CONSTITUTE A DEFINED WETLAND. 7. THE FLOOD ZONE OF THE PROPOSED MONOPOLE IS AS FOLLOWS: FLOOD ZONE X, AREA DETERMINED TO BE OUTSIDE 5OD-YEAR FLOOD PLAIN. SOURCE, FEMA FLOOD MAP FOR ALBEMARLE COUNTY, VA. COMMUNITY PANEL NUMBER 51DD3CO267D. EFFECTIVE FEBRUARY 4, 2005. 8. A TITLE REPORT FOR THIS PROPERTY WAS FURNISHED BY CAMDEN TITLE COMPANY DATED ,UNE 8, 2017. 9. THE DATA COLLECTED AND SHOWN ON THIS DRAWING ARE FDR THE PURPOSES OF CONSTRUCTION OF A CELLULAR MONOPOLE, ANY NECESSARY ANCILLARY EQUIPMENT AND ALL APPROPRIATE EASEMENTS. 10, NO UNRECORDED EASEMENTS ARE SHOWN OM THIS SURVEY AND IT IS POSSIBLE THAT SUCH EASEMENTS WPACT THE SITE 11. THIS PROPERTY IS SUBJECT TO ALL MATTERS OF PUBLIC RECORD. 12. THE LOCATION OF THE PROPOSED MONOPOLE 15 AS FOLLOWS: THE VALUES LISTED BELOW ARE WITHIN ±50' HORIZONTAL AND 320' VERTICAL. LATITUDE: IN 38' 02' 26.423" LONGITUDE: W 78' 31' 0&595" ELEV AT BASE: ±722.V AMSL 13. NO OUTDOOR LIGHTING IS PROPOSED FOR THIS SITE. LEGEND 0 FOUND PROPERTY CORNER Q BENCH MARKS -qa- UTILITY POLE 4 SIGN t LIGHT POLE ® TELEPHONE PEDESTAL LINE TYPES BOUNDARY LINE - PARENT PARCEL - RIGHT OF WAY BOUNDARY -EDGE OF ASPHALT - - EDGE OF CONCRETE FENCE LINE - CHAIN 1' CONTOUR LINE 5' CONTOUR LINE TREE OR VEGETATION LINE DWNER:CHARDLLETTESVILLE INVESTMENT PROPERTIES PARCEL 10:06000-00-00-03DAD MAILING ADDRESSr977 SEMINOLE TRAIL 212 CHARLOTTESVILLE, VA 22901 4279 ACRES OWNER:WP COLONNADES, LLC PARCEL ID:C6000-00-00-04008 MAILING ADDRESS:224 14TH STREET CHARLOTTESVILLE. VA 22903 1 4.958 ACRES r1 f � � IYCPE N@ ACCESS R0/9 � AND S e 17 N Id1NWA IM1ER \ / 7Y FILL W01/5 A U3 .1E11 AIIBeeIY \1, 0 L 1075 PG 180 rII /1 73.3' 1 y�` I! IRE .111 ; 644 11 P TANK i (11MEN:MVANA WATER AND SEWER AUTHORITY y I PARCEL / ID: 07600-00-00-002AD MAILING ADDRESS:695 MOORES lCREEK LANE CHARLOT\ TESVILLE, VA 22902/ 0.48 ACRESrEASTING l _ TANK WA TER ISO ! A4� 11 PROPERTY UNE 10' EASEMENT FOR POYER AN D.E. 4N.OMLINIATIONS N NNMG I 0.6 431, Pr, 605 1 1 BUILDING INVESTMENT ID:O60DO-00-00-040CS 5:300 WEST FREEMASON STREET ACRES 11,\ \ �IXKIS7IHGPA qNG LOT \ 10.0' --11`- /\// D' F SEMEbR FOR SE'AER AND W17- 62.0' A1FR LN6 lD NNHG D.8 431, PG 645 i 62.0' UNNR, RIG 62' PUBLIC -COLADE OF WAY -COLOVA# / 10.0' J \ 25' ACCESS ROAD 25.0' AND UTILITY EASEMENT / OWNER:MARGARET M. MNING TRUST F/B/D �4D' UTHTY AND DANIEL R. ...... DRMNAGE EAffIW PARCEL 16:07600-00-00-00200 MAILING ADDRES5:114 EUCLID AVENUE 240' / D.B. 1075, PC. 259 HADDONFIELD. NJ D8033 5.74 ACRES O / PROPERTY LAVE OWNER:RIVANA WATER AND SEWER AUTHORITY PARCEL ID:0780G-DO-SCO-OD2A1 MAILING AODRES&695 MOORES CREEK LANE CHARLOTTESVILLE, VA 22902 0.45 ACRES SITE PLAN , SCALE: 1 =30'-O" 0.1 11e1E ORIX AMSL AT BASE GRAPHIC SCALE a, D1 INi81' ] � iaels - so n entrex wmmunleallon earvltes, Ina 6600 Rockledge Drive, Suite 550 BETHESDA. MD 20817 PHONE (202)408.0960 FAX: (202)408-0961 SUBMITTALS DATE DESORPTION REV. GS -13-18 WNSTRIICDGe RENEW 2B-01-18 CONS1RUCIIOR RENEW 06-04-18 CLNSIRIJUDN REVIEW 07-05-18 CONSTRUCTION W-25-18 COUNTY COMMENTS #41P Milestone COMMUNICATIONS PROJECT NO: 1050.221 DESIGNER: M.A. ENGINEER: M.M. SCALE: D 1 21 GRAPHIC SCALE IN INCHES LEWIS MOUNTAIN 299 COLONNADE ORNE CHARLOTTESVILLE, VA 22903 TITLE: SITE PLAN SHEET NUMBER: C-1 TOPOGRAPHIC MAP 1 n SCALE: P - 2U0' FIA II GRAPHIC SCALL Legend (Note: Some items on map may not appear in legend) ® AI PamerIRPORTRT ® COLCEGENNIYERSRY • JDMM�NRY � FIOW 14L S`AT]OH a HOSPITAL ■ PCILICJBIRAY ® PCISPCLTOFFICE TION 61 REMEA 1 SCHOOLT IOMrOORISM .SCHOOL OvrNrw �NROaCPIOHtlion ObtlanP Pem1I ro EZ A -I Elwaron Y2012 Ele da 0o 11 s — Y2013 8-Cei — Y2013 rlav`a!'tm Cantn, re 7 -mg lI i Pad H..d Qv"V(10 Sleep Slopes N w ■ Cdllcel Srpx ..P11—: -M -W d OP entrex communlcatlon servhx�, Inc. 6600 Rockledge Drive, Suite 550 BETHESDA, ND 20817 PHONE: (202)408-0960 FAX: (202)4064061 SUBMITTALS CAIS CESCMPIIm Ply,Ofr18-18 OCNSIMIC11p11EVEW 06-01-18 1 M% MUM THEW 11-0.'-16 CCNSIRIICApI 07-25-15 COUNTY CWNEIJTS SEAL: gALTH OF, fONAL�O� 04 Milestone COMMUNICATIONS PROJECT N0: 1050.221 DESIGNER: C.S. ENGENEER: M.M. SCALE: 0 12 1 GRAPHIC SCALE IN INCHES LEWIS MOUNTAIN 290 COLONNADE DRIVE CHARLOTTESVILLE, VA 22903 fu: TOPOGRAPHIC MAP PLAN SHEET NUMBER: C -1A �s1'� AREA TABULATION DATE SITE AREA: 0.48 AC DISTURBED AREA: 1,428 SF ADDED IMPERVIOUS AREA: 715 SF GRAVEL VOLUME: 13.0 CY LINE TYPES FENCE UNE - CHAIN —x--x—x—x---x—x—x—x—x—x- -1' CONTOUR LINE — — _ — — — 5' CONTOUR LINE UNITS OF DISTURBANCE — lad _Tod —tad —lad —led — LIMITS OF DISTURBANCE/ SILT FENCE — 111DFi1= LDII g LMMF— L DVW — LW TREE PROTECTION FENCE TPF — TPF — TPF — TPF — TPF — TREE OR VEGETATION UNE SCC= STABILIZED CONSTRUCTION ENTRANCE CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) I- SET THE STAMS. E: S]LCAVATS A 4' x 4' TN6ITCN DPELOPE ALONG THE LINE OF s STASES. An I r - 1 a 5. STAPLE FILTER MATERIAL 4. RACE FILL AND CDDPACT TO STAIM ATO] EXTEND TIM ACCAVATED SOII. TT INTO THE TITENCH. SHEET U9.OW DISTALLATION (PRRSPECIITV& VIM A (�1 y� + A �/�Yb�dll;ll��Dll�9 II�� POINTS 'A" SHOULD DE MI THAN POINT $". DRAINAGE WAY INSTALLATION (FRONT ELATION) SILT FENCE z SCALE N.T.S. 2-2 NO1FS I. SILT FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DALY DURING PROLONGED RAINFALL ANY REOUFED REPAIRS SHALL BE MADE IMMEDIATELY 2 CLOSE ATTENTION SHALL BE PAID TO THE REPAIR OF DAMAGED SILT FENCE RESULTING FROM END RUNS AND UNDERCUTTING I SHO L0 THE FAERIC ON A SILT FENCE DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE NO THE BARRIER STILL BE NECESSARY, THE FABRIC SHALL BE REPLACED PROWILY. 4 SEDDVENT DEPOSIT$ SHDUID BE REMOVD AFTER EACH STORM EVENT. THEY MUST BE REMOVED RHEN DEPORTS REACH APPROMATELY ONE-HALF THE HEIGHT OF THE BARBIER. 5. ANY SEDIMENT DEPOSITS REMA14HO IN PLACE ATTER THE SILT FENCE 15 NO LONGER REQUIRED SHALL BE OREM TO CDNRNM 1NTH 1TE E)OSTNG MOE. PREPARED AND SEEDED. 70' MEN. • A. ]' 5:1 rEXISTDIG PAVEMENT EXISTING NuuNTABLE BERN GROUND FILTER A [1 CLOTH �.. E. i4, �H;r.�Y.. r•T. �`:. 70' MIN. 10' MDL SECTION PROVIDEDA WATER TRUCK SHALL. BE HYDRANTCONSTRUMON IF NO LOCATED STONE kKU51I ANU SkUNItN I GUN I KUL PLAN , SCALE: I' = 1U C-2 i'(entrexi eommunlcatlon aervicea, Inc. 6606 Rockledge Drive, Sulk 596 BETHESDA, MO 70617 PHONE: (202)4080960 FAX: (202)408.0861 SUBMITTALS DATE ti Ir mm. AGGREGATE, TrP. TO SEDIMENT 06-01-18 CONSTRUCTION REVfcW TR4MNG DEVICE _J_ MUST EXTEND FULL WIDTH WNSIRUCD011 07-25-18 OF INGREW AND EGRESS PLAN VIEW OPEMTON .vim}$]�JS�JYY�iijS�•l�}�. .. ,. SECTION PROVIDEDA WATER TRUCK SHALL. BE HYDRANTCONSTRUMON IF NO LOCATED STONE kKU51I ANU SkUNItN I GUN I KUL PLAN , SCALE: I' = 1U C-2 i'(entrexi eommunlcatlon aervicea, Inc. 6606 Rockledge Drive, Sulk 596 BETHESDA, MO 70617 PHONE: (202)4080960 FAX: (202)408.0861 SUBMITTALS DATE BESCRIP116N REV. 05-18-18 CONSTRUCTION RENEW 06-01-18 CONSTRUCTION REVfcW 06-04-16 CONSTRUCTION RENEW 07-05-16 WNSIRUCD011 07-25-18 1 COUNTY COMMENTS SEAL: P �S fOkAL1�6 4 Milestone COMMUNICATIONS PROJECT NO: 1050.221 DESIGNER: C.S. ENGINEER: M.M. SCALE: 0 1 2 1 GRAPHIC SCALE IN INCHES LEMS MOUNTAIN 299 COLONNADE DRIVE CHARLOTTESVILLE, VA 22903 TITLE EROSION AND SEDIMENT CONTROL PLAN AND DETAILS SHEET NUMBER: C-2 entrex commcnlcatlon aervlcea, ine. 6600 Rockledge Drive, Suke 550 BETHESDA, NID 20817 PHONE: (202)408-0960 FAX: (202)408.0861 SUBMITTALS DATE DIMRIPi10N REV. 05-18-1e CONSTRUCTION FEVU 06-01-18 MNS7RUCTON RENEW 06-04-18 CONSIRIICRON RENEW 07-05-18 MN5TRUCRDV 07-25-18 OOIR7TY COMMDO Milestone COMMUNICATIONS PROJECT N0: 1050.221 DESIGNER: M.A. ENGINEER: M.M. SCALE-- 0 CALEO 1 2 1 GRAPHIC SCALE IN INCHES LEWIS MOUNTAIN 299 COLONNADE DRIVE CHARLOTTESVILLE, VA 22903 TITLE: COMPOUND PLAN SHEET NUMBER: A-1 d�� NOTES: NEW LOWNO NORi1EJ5T THE DIAMETER OF THE MONOPOLE AT THE BASE SHALL NOT EXCEED 30 INCHES. THE DIAMETER OF THE MONOPOLE AT THE TOP SHALL NOT EXCEED 18 INCHES. THE LIGHTNING ROD ON THE TOP OF THE MONOPOLE TAPERS AND DIAMETER SHALL NOT EXCEED 1 INCH, THE MONOPOLE, ANTENNAS AND RELATED EQUIPMENT SHALL BE PAINTED WITH SHERVAN VALUAMS JAVA BROWN. MONOPOLE ELEVAMON n SEkffi 3 8 -1 -0 A-2 V/ entrex communfcaklon servie�s, Ina 6000 Rockledge Drive, Sults 560 BETHESDA, MD 20617 PHONE: (202)406-0860 FAX: (202)4DB-0961 SUBM11TALS u�tf oEscRPnaN REv. W-18-18 Lp75IRUCllg4 REWEYI os -OI -18 CON5081CUON RENEW 1 07-U-18 1 CONSIRUMM I Milestone COMMUNICATIONS PROJECT NO: 1050.221 DESIGNER: C.S. ENGINEER: M.M. SCALE: GRAPHIC SCALE IN INCHES LEWIS MOUNTAIN 299 COLONNADE DRIVE CHARLOTTESVILLE, VA 22903 TTLE: MONOPOLE ELEVATION SHEET NUMBER: A-2 PROPOSED MONOPOLE C-1 N n �+ PROPOSED SHENTEL ANTENNA a[ (I) EACH SECTOR (3 TOTAL] NOTE RADIO HEADS a m A-1 NOT SHORN FOR CLARITY PROPOSED S+N7FL MICROWAVE ANTENNA MOUNTING LAYOUT 1 SCALE: 1"-F'-0' S-1 NEW SHENlE1 IOP OF�IONOPB.E ANTENNA SEE SCHEDULE AN. EL 64'-6'1. NEW RING MOUNT. TYP. NEW SHENTEL ANTENNA, SEE SCHEDULE MONOPOLE 9EHITEI MW ANTENNA ANTENNAIRAD_CENTER- 0.. 71'-4' NOTE PAH L ANTENNA APfA = 5A17 SC, IN . EACH. MICROWAVE ANTENNA AREAV40 14 S0. IN. TOTAL ANIEHMA AREA - 5. SQ. SO. K 161 FEW SHENTEL �I1I.I . . 1900 OQ 4x45 RRH IIJj IIf6 ANTENNAS ONLY SHORN FOR ONE SECTOR FOR C.ARtt FEW SHENTEL- 800 MHZ 2}50 RRH NEW SfENTEL- 2500 MHZ OX20 RRH ANTENNA MOUNTING SECTION 2 SCALE 1/2'-1'-0' S-1 ANTENNA AND CABLE SCHEDULE LOCATION A23MVI'U RAD STATUS TECHNOLOGY ANTENNA MODEL i MECHANICAL ELECTRICAL IIOF RRH COMBINER COAXAL CASLEWE CABLE JUMPER Ff CENTER MIA (12*WW' x 1Y'H x $ D) � 65'-10' DIOOWNd1LT HAUL MODELS LENGTH LENGTH FI6eAir 1-P20C RAW A-1 D' 72'-10' NEW 2500 (N) NOKIA TO LTE MASSIVE HIND_ _ _ N/A 3 ANPHENOL t85 10'-0" ALPHA (25.63" H x 14.36' W x 9.86" O) 33 -658 -XX 6AWG (LCFI2-50J) A-2 0' 65'-10" NEW am/190D RV4PX310R-Y2 " _ i RRH 2X50 N/A 3 AMPHENOL *ss, i0'-0' H x 1 W 8.2' D 33 -550 -XX 6AWG (LCF12-50J) BETA B-1 150' 72'-10' NEW 25D0 N H M19.3e ASS s se� - - - N/A SHARED - (Lf 16-o' J) B-2 150' 65'-10' NEW BOOn90Q RV4PX31OR-V2 99.7 H x 13.8" W x &2' D _ I RRH 4X45 1 RRH 2X50 N/A SHARED _ 10'-0" (LCF12-5M GAMMA C-1 185' 77-10' NEW 2500 H) NOKIA TO LTE MASSIVE LIMO _ _ _ N/A SHARED _ 10'-0' (25.83' H x 19.0' W x 9.9a' D) (LCF12-50J) C-2 185' 65-10" NEW 60D/1900 RY4PX310R-V2 99.7" H x 13.8" W x 8.2" D _ _ 1 RRH 2X50 N/A SHARED _ (LCF12-50J) CABLE MINIMUM BEND RADIUS MICROWAVE ANTENNA AND COAXIAL CABLE SCHEDULE 1/2'1 JUNIPER HYBRFIE4 NAAlc AMf�IOI A�IIN IENINITIH�IOIII ��COAGALCAlIE5'20' Ff MIA (12*WW' x 1Y'H x $ D) � 65'-10' 6g HAUL 1}TNExANSSF/UTPEOERAcm FI6eAir 1-P20C RAW 2UN H-10& ANTENNA AND RF CABLE NOTES 1. ANTENNAS SHALL BE 7"ISHED WITH MOUNTING BRACKETS. 2. PRONE 117 DIAMETER JUMPER CABLE Id -O' MAKI" LENGTH FROM ANTENNA TO RRH OR FILTER. 3. ANTENNA CENTERLINE HOGNT IS IN REFEIVa 10 ELEVAIDN 0.0. 4. CONTRACTOR SHALL INSTALL COLOR CODE RINGS ON EACH ENO OF HYBRID CABLES, AT BOTH SIDES OF ANY EN7RY POINT OR WALL PDOU7I0H AND JUMPER GABLES WITH UY RESISTANT TAPE ALL CABLES SHALL BE MARKED AT THE TOP AND BOTTOM NTH 3' BRANDS OF WLOR TAPE OR STENCIL TAG COLOR TAPE MAY BE OBTAINED FROM GRAYEAR ELECTRONIC. THE FIRST RING IS THE CLOSEST TO THE END OF THE CABLE. WRAP 3' COLORED TAPE A MINIMUM OF 3 TIMES ARam THE CRCULFTRENOE SE THE COAT( KEEPING THE TAPE IN THE SAVE AREA AS MUCH AS POSSIBLE THIS WILL ALLOW THE REMOVAL OF TAPE THAT WILL FADE OR OSCOOR DUE TO NEA7HER. 5. PROVIDE PHI SHOWING COMPLETE INSTALLATION OF THE ANTENNA MOUNTS WEATHERPROOFING AND CABLE CODING. 6. THE NORTH ARROW ON THE PLANS REFERS TO TRUE NORTH. THE CONTRACTOR SHALL VERIFY THE NORTH REFERENCE PRIOR TO CONSTRUCTION AND NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCY. 7. DE DONTRACTOR SHALL SUPPLY ALL CONNECTION HARDWARE TO SECURE THE RF CA3a ALL CONNECTION HARDWARE SHALL BE STAINLESS STEEL & THE OWNER SHALL FURNSH THE ANTENNAS, THE RF RADIO EOUPMENT AND OTHER MATERIALS FOR THE PROJECT. THE CDHTRACTOU SHALL VERIFY NTH THE MINER THE MATERIALS TO BE FURNISHED PRIOR TO SUBMITTING A BID. THE RRHS ARE IN THE DOW SHELTER. 9. REFER TO &10/1900 MHz CABLE COLOR COOING DETAILS IO CABLE LENGTH FROM THE RRH TO THE FIBER DISTRIBUTION CABINET. 1318, TOPv] 1, TOP VIEW f� aen _ f� FRONT VIEW SIDII -1 LuHtE� 200-2910 �'a"A � � M W11ONA MOM tpsPs' H x 10.3761 x 0.8E D FRONTy6YF 810E ViEHI rmn wm I1uN1xs xxxrxer� 11e5 Los 694/289D MHz ANTENNA ANTENNA MAHUFACNRER- OCMWSCOPE MODEL: RV4Px31CR-- (99.7" H x I&W W x &2' D) ANTENNA DETAILS 3 SCALE 3/4=1'-0' S -T DRAGQNWAIE ANTENNA YOM RADWMN2000 D* (1PW x 1Y H x 4' 0) W9GHT = &4 NIS N FRONT VIEW SIDE VIEW MICROWAVE ANTENNA DETAILS SCALE 1 1/2'-I'-0' S-1 entrex communicaSlon aarvims, Inc. 6666 Reddedge Brava, Sv1te 580 BETHESDA, ND 20817 PHONE: (202)408-0480 FAX: (202)4050961 SUBMITTALS DATE OESCRPDON REV. 05-16-58 I CONI REVIEW ofi-01 18 CONSTRUCTION REVEW 07-0.5-18 CONSTRUCTION Milestone COMMUNICATIONS PROJECT NO: 1050.221 DESIGNER: C.S. ENGINEER: M.M. SCALE: 0 1/2 1 IHV W�� GRAPHIC SCALE IN INCHES LEWIS MOUNTAIN 299 COLONNADE DRIVE CHARLOTTESVILLE, VA 22903 TITLE: SHENTEL ANTENNA LAYOUT, SECTION DETAILS AND 56NEDULE SHEET NUMBER: S -'I NEN SHENIEL PPC CABINET TOP VIEW 1'-1 3/4' 11 1 fi.7' NEN` Y-01/2• Ij 9978 STS CABINET ,p i o n o NEW SHENTEL CPS c 8 • ' ` o Pjmymw sa NEN 1'-41/2' oc 49= BATTERY PLMVIEW 1'-1 1/4' o_ CABINET Amm o • V 13/4' o 1•I a 1/7• -II 1 -1 I l•I _ 0-1/7• _1I •I =oI _—__ I I NEW HEWsxExTg FIBER =mo _______ ___= FRONT VIEW SIDE VIEW 48VDC BATTERY DISTRIBUTION CABINET CABINET �\ AEG ft FIEIIIVEW ®EYEAF •i •i nnaois ¢mnnntEzr CJ'RI POW CALIBRATION ANTENNANTENNA ® a o BOTTOMVIEW I_ &9 _I 4RRH M &9• N1pRwBE EDE1YiM IEIY[VeM 2'� 1/� ; MINI R 'Im MODEL- ALA 19DO 045 ALCATEL LUCENT TD-IifEi&m m0 EkN0IL7LRYlR D1MEN9DVS 8.9k4.33k&9 0DENSIONS 26'Hk125'1W113'D MIGHT, 11 LBS RRH WEIGHT W/WOUHTS: t70 LBS FREQUENCY RAWL- 2996-2690 MHz MM ALU 800 7)(45 UNIT WEIGHT, 70 IBS 11MEN90N & 1fi'Hk13.75W G,5'O RRH BRACKET WDCHT. 10 LBS RRH WEIGHT W/MOUNTS: t75 Los YIEIGHT WITH MOUNTING HARDWARE: 80 LBS NEW MTEL EQUIPMENT ON 1'-5' HIGH STEEL PLATFORM NEW 91ENTEL CABLE BRIDGE 2X50 4X45 8X20 EQUIPMENT LAYOUT PLAN ,800 MHz RRH DETAIL 1900 MHz RRH DETAIL 2A 2500 MHz RRH DETAIL ae SCALE 1/T=1'-0" 5-z \ / / SCALE 1-1 2"'1-0' S -z SCALE: 1-1/2'=7'-0' s-2 SCALE: TRII! 35.4 3,.86.0 35.3 354 �7�1 II _ II 31.5 11n ra o a Cmil F Z4 o a 120' PLAN VEN ENONTYMN EmE VEIN MANUFACTURER: A.LCATa—LUCENT MODEL' 875 RRH DIMENSION, I.2bk12.02.0'W1QI.YN 1NIH 50.AR MELD MFIGHL 53 IRS WITH SOLAR MELD NomPLAN VIEW FRONT VIEW SIDE VIEW PLAN FRONT VIEW SIDEMEN 1. INSTALL RRH PER MANUFACTURE RECOMMENDATIONS. THE CABINET WEIGHT - 945 LBS THE CABINET VENT - 2,640 Las 4X30 1900 MHz RRH DETAIL zc 9928 STS CABINET DETAILS X31 48VCO BATTERY CABINET DETAILS 4 SCALE I -I/2'=1'-0' S-2 SCALE 3 e=1-0 SCALE: 3/4'=1'-d 5-2 V/ 1 entrex eommunl9:atlan servloaa, Inc, 8800 Rockledge Drive, Suite 550 BETHESDA, MD 20817 PHONE; (202)4804960 FAX: {202}408-0081 SUBMITTALS DATE DESCRIPTION REV. 05-18-18 CONSTRUCTION REMEW OE -DI -18 CONSTRUCTION REVIEW M -04 -IB CONSTRUCTION REVIEW 07-05-18 CONSTRUCTION Milestone COMMUNICATIONS PROJECT NO: 1050.221 DESIGNER: C. S. ENGINEER: M.M. SCALE: D 12 1 GRAPHIC SCALE IN INCHES LEMS MOUNTAIN 299 COLONNADE DRIVE CHARLOTTESVILLE, VA 22903 IIILE: SHENTEL EQUIPMENT LAYOUT AND DETAILS SHEET NUMBER: S-2 Y3A�LAUW (3) 1-1/4'0 M CABLES TO ANT (I PER SECTOW, (2) 1-112'0 CD TO CABINET, (1) --. AND (I) POWER -A TYPE 3R LOJWX POR COOLN FAN ALA AR FILTER CETITER PUTrH LOCATIONS LGFNERATOR RECEPEAm EIA& _K)k-w FRONT VIEW 1-1 1/4' X-1 7/8' 1'-I 114 3/4' I I M M n 7 n I I CAKES TO ANTENNAS (1 PER SECTOR) (2) 1-1/2'0 CONDUTS TO CABIRS:T, (1) PIBM AN (I)TO 1) TONER RIGHT SIDE VIEW REAR VIEW LEFT SIDE VIEW bm pSTRBDTIDN CABWEE 54ALL BE NEWA M RATED CABNEE WEIGHT - 150 IBS FIBER DISTRIBUTION CABINET DETAILS , XPIL' 3/4' = ,'-O' S-3 2._B. 2'-I 3/8' -I POWER ENTRANCE I I IEAERATOR PWG 3 PONT LAXHNO HANDLE NTH PADLOCK HASP CS2S2-W736 CONBNATION AC/ TELCO CABINET (58' H x 30' W a 10' O) WEIGHT: 150 11, FRONT VIEW RIGHT SIDE VIEW CdW i1iT -150 In PTC CABINET DETAILS X21 SCALE: 3/4' = 1'-0' S-3 I J I v I I t I I CENTER PLNCH LOCATIONS REAR VIEW LEFT SIDE VIEW �1/entrexl oommVnlcitlon iarvfeai, IEtr. 8800 Rockledge Drive, Sutra 598 BETHESDA, MD 20817 PHONE (202)408-0980 FAX: (202)408-0061 SUBMITTALS DATE DESCRIPTION REV. 05-18r1B CLNSIROCROII RENEW 06-01-18 CONSTRICTION IffNEW 06-04-18 CONSTRUCTION REVIEW O7-D5-lB CONSRACIION Milestone COMMUNICATIONS PROJECT N0: 1050.221 DESIGNER: C.S. ENGINEER: M.M. SCALE: 0 12 1 GRAPHIC SCALE IN INCHES LEWIS MOUNTAIN 299 COLONNADE DRIVE CHARLOTTESVILLE, VA 22903 TITLE: SHENTEL FIBER DISTRIBUTION AND PTC CABINET DETAILS SHEET NUMBER: S-3 STRUCTURAL NOTES I. DESIGN RE0.1WEMENTS PER THE YIRCMIA STATE NDE LNIFON BUILDING CODE 7012 NTH REFERENCE TO THE INTERMATONAL BUILDING CODE 2OZ 2 A GEGTElHMCAL REPORT FOR THE PROJECT WAS PREPARED BY ECS MIo-AR.ANT16 LLC REPORT NO. 29:7030 DATED OCTOBER 17, 4016. THE ALLOWABLE BEARING CAPACITY FOR SHAU.DW FOUNDATIONS IS 3000 PSF ON NATURAL FILL SOILS. THE BEARING CAPACITY OF SCIL SHALL BE VERIFIED BY A GEOTECHNICAL ENGINEER. 3. INFORMATION SHORN ON THESE DRAWINGS WAS OBTAINED BY FORD MEASUREMENT. THE GENERAL CONTRACTOR SHALE VERIFY ALL EIOSTLNG CONDITIONS AND NOTIFY THE ARCHITECT/EIMETA OF ANY NEW SF SCH 40 PIPE (GAMY) DISCREPANCIES PRIOR TO DIMING MATERIALS OR PROCEEDING NTH CONSTRUCTION. NTH PIPE CAP 4, STRUCTURAL SIE]]_ SHALL CONFORM TO ME LATEST ECTOF OF ME RISC SFECFICAROHS FOR STRUCTURAL STEEL. MAI - ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN INCLUDING THE COMMENTARY AND THE RISC CODE OF STANDARD PRACTICE 5. STRUCMUL STEEL PATES, CHANNELS AND ANGLES SHALL CONFORM TO ASTM A36. STRUCTURAL STEEL W SHAPES SHALL CONFORM TO ASTM A991 STRUCTURAL STEEL PIPES SHALL CONFORM TO ASTM A53 MADE B. STRUCTURAL STEEL MINING SHALL CONFORM TO ASN ASW GRADE B. ALL STRUCTURAL 8F==l i— —F==l STEEL COMPONENTS AND FABRICATED ASSEMBLIES SHALL BE HOT CP GALYAXQED FABRICATION. COLD GALVANIZE ALL FIELD PUNCHED HOLES, FELD WT MI FACES OR SURFACES WERE GALVANIZED SURFACE IS < I DAMAGED. 6. WELDING SHALL BE IN ACCORDANCE NTH THE AMERICAN WELDING SOCIETY (AVIS) D.1.1 -(LATEST). :o STRUCTURAL WEID]NG CODE -STEEL WELD ELECTRODES SHALL BE E7OOI. 6• 7. ALL T}{RE XD STRLIC1LQAL FASTENERS FOR ANTENNA SUPPORT ASSEMBUE9 SHALL CONFORM M ASTM NEW P1000 STEEL UNISTRUT, A307 OR ASTM A311 ALL SWUCTURAL FASTENERS FOR STRUCTURAL STEEL FRAMING SHALL CONFORM TO 7'-0• LONG W/ 1/2.0 GAMY. FENCE ASTM A325. FASTENERS SHALL BE 5/8 INCH MIN. DIAMETER BEARING TYPE CONNECTIONS NTH THREADS STEEL u -BOLTS AND LOOS WASHERS EN0.USED IN THE SHEAR PLANE ALL DP NSIO FANCHORS. MATS AND WASHERS B TSSHALLUN ES GALVANIZED ( ) 6. OF CRUSHER UNLESS OMERWSE NOTED. CONCRETE EXPANSION ANCHORS SHALL BE HLT KINK BOLTS UNLESS OMEI(NSE RUN /ABC NOTED, ALL ANCHORS INTO CONCRETE SHALL BE STAINLESS STEEL 5'-0' SIDEWALK IL ALL CAST IN PLACE aWGRETE SHALL BE MIXED AND PLACED IN ACCORDANCE NTH THE REQUIREMENTS UNH OF OF AC 318 AND AC 301AND SHALL HAYE A 28 DAY MINIMUM COIPRESSVc STRENGTH OF 4500 PSI NEW CONCRETE FOUNDATION I 07 STONE SURFACING (U.O.N} CONCRETE SMALL BE PLACED AGAINST UNDISTURBED SOL UNLESS OTHERWSE NOTED, MINIMUM EXISTING GRAVE CONCRETE CDAR FOR REINFORCING STEEL STALL RE 3 INCHES UNLESS OTHERNSE M01M CONCRETE MATCHEXISTING SHALL BE EFS AIR ENRRAINED. CONCRETE SHALL BE BROOM FINISHED, REFER TO THE TOWER CONSTRUCTION FINISH WEE DRAWINGS FOR THE CONCRETE REQUIREMENTS FOR THE TOWER FOUNDATION, r . . F •� , ; I I-<- WELDED WRE FABRIC G SHALL COSIUNMFMO. RM TO ASTM ASTM 615 CFAOE AD. OEFORIMm BILLET STEEL BARS AIRS. 10. WERE FILL IS REQUIRED, FILL IN LAYERS WHICH DO NOT EXCEED r BEFORE WNPACTION. SPREAD �// / 1 ,1. • \/\\/\\\/\\/\\'\ '� t .I I, I /\ JOQX DRA FABRIC gRAFl SHALL NOT CONTAIN AND EVEMATERIAL BLADE UIXAN r IN LAYER TO ENSURE EACH YETI NO L S T MATERIAL ,I /\\/ i .� <.I f 1. Y< \//\\//\\//\\//\\// I .III, • /� IRAFl 50015 U ACT S10 95 E AN, SODA OR APPROVED EQUAL SNAIL NOT CORAM MATERIAL MORE THAN 3' IN DIAMETER. COMPACT EACH LANE{ NOT LEST 7059 95E: SURFACING TO 95.5 MAX C" MAXIMUM fRTY DENSITY AS DETERMINED BY ASN 01557 NWFlED PROCTOR LEST Oi (ASTM 0596 DRY DDDJSTY TO PRODUCE COMPACTED SHBGRAOE STANDARD PROCTOR TEST). USE ELL MATERIAL NTH MOISTURE CM707 AS REWIRED TO ATTAIN THE AN UNYIELDING SURFACE SEE NOTES SPECIFIED DEGREE OF COMPACTION. COMPACT USING A LIFLE *EEL PNEUMATIC TRE ROLLER. VIBRATORY ROLLER OR SEEPS FOOT flIXLERS REFER TO THE OIOIECINICAL REPORT FOR SPECIFIC SITE � REQUIREMENTS. • '1 k I Y `: 11. RESTORE All NS7URBED AREAS TO THE dRlliwM. CONDITION. AlSCEWALK •' 4 ',• ` , NOTE: FEL UNDERCUT AND COMPACT TEMPORARY ACCESS ROAD UP \/\\/\ // COMPOUND AREA SHALL S CLEARED ToFT AND GRABBED. REDEYE TUNSUITABLEOM LODGE OR SOFT 501.. 11 B• BELOW FINISH (AWE PLACE MIRAFT KE I STABILIZATION TIDY i� ORGANO MATERIAL OR RUBBLE 70 FlRY CRADE FILL UNDERCUT AND COMPACT UP 10 6' FADRIC CN SI10GRWE PULL TIGHT AND STAKE IN PLACE BELOW FINISH (RADE PLACE A MIRAFI SOOT( SDIL STABILIZATION FABRIC ON SUBCRADE. PLACE AND COMPACT 6• DEPTH OF CRUSHER RUN/ABC M FINISH GRADE FRONT ELEVATION ELL WITH 6. OF AASHTO 57 STONE M FINISH GRADE TW. COIPAC110H MOTES 1. SURFACE COURSE AND BASE COURSE SHALL BE COMPACTED TO BOX MAIL DRY DENSITY STANDARD PRO= Z SUBWADE SOL SHALL BE COMPACIED TO 91% MAX. DRY DENSITY STANDARD PROCTOR UTILITY FRAME DETAIL_ COMPOUND SURFACING DETAIL z GRAVEL SIDEWALK DETAIL 3 SCALE: 3/4=1'-ff' 5-4 �° 1•=I' -O. 5-S SCALE N.T.S. 5-4 3 e z v n W -D' MAIL 4'-0' 8'-0• MAX A I ail m 8-W.I/2' PLATE, COMPOUNDGRADE I ° PLAN A -A 5 II: 1H 1H' a( %I k ;I F, I I; I 1z•4,• 121" I 12.. SEN TE$xoT OCORNER. BIND OR PULL POST: 3' NOMINAL SCHEDULE 40 PIPEO STREFCEIR BAR GENERAL NOTES: GATE POST 4• NOMINAL SCHEDULE 40 PIPE OUNE POST: T SCHEDULE 40 PIPE PER ASN-FIpB3. O 3/8' DIAGONAL RW WTH GALVANIZED STEEL TURNBUCKLE 1. INSTALL FENCING PER ASTM F-567 UNE POSTS SHALL BE EMAILY SPWEO AT MAXIMUM 8-0. O.C. 01E DIAGONAL MREADED RW, Z INSTALL SWING CARES PER ASN F -ACO OTOP RAIL & BRAOE RAIL' 1 I/2• RPE, PER AS)IM-FlOL 10 FENCE CORNER POST BRACE: 1 5/8• CA EACH CORNER EACH WAY. 3, FENCE PIPE AND COMPONENTS S14ALL BE GALVANIZED. 4. GATE FRAMES SHALL RE WELDED, O FABRIC 9 GA CORE NRE SIZE Y MEEK CONFOUMNG TO ASTIM-992 11 GATE FRAME: 1 I/2• RIPE, PER ASTM-FI053. WELDING SHALL BE COATED WI7H (3) MATS IF COD CALY. (OR ECUA4 O 71ESWFIL'I� MINIMUM 11 GA GALVANIZED STEEL AND AT TENSIWT POSTS AND CORE BY HOG 12 SONE MLLT-LOCI(NG DEWCE BY MILESTONE & POSTS SHALL HAVE END -CAPS e, GATES SHALL HAVE LOCYNG HARDWARE, RINGS PACED MAX 24• INTERNALS. 613 GATE DIACONAL GALVANIZED STEEL 11/2• RPE. 7. PROVIDE GATE STOPS TO SECURE GATES N OPEN TENSION NRE: 9 GA GALVANIZED STEEL. POSITION. OGATE FRAME BRACE: 1 5%8' DIAMETER. GALVANIZED FENCE AND GATE DETAIL n 1I/ entrex eommuniutlon cervices, Inc. 6600 Rockledge Drive, Suite 550 BETHE$DA, MD 20817 PHONE: (202)4084460 FAX: (202)408-0461 SUBMITTALS DATE DESCRPTIW REV, 06-,6-,a CONSTRUCTION REwEW 06-01-18 CONSTRUCTION RENEW 051 COISTRULTON RENEW 1 07-25-18 1 COUNTY COMMENTS I 1 Milestone COMMUNICATIONS PROJECT N0: 1050.221 DESIGNER: M.A. ENGINEER: M.M. SCALE: 0 1 2 1 GRAPHIC SCALE IN INCHES LEMS MOUNTAIN 299 COLONNADE DRIVE CHARLOTTESVILLE, VA 22903 'RTLE: SITE DETAILS SHEET NUMBER: S-4 �b EA511NG UNDERGROUND STORY GRAN PPE r I 1 ,h - 1 CMjEK 13'-6 1 ull I I , I LEASE AREA 1 1 L----------- - - - -- -- --\---J i 1 %.-.%- GRAVEL ACCESS WAll(WAY — % x_w x� DiSTING GRASS - AREA OUTSIDE 0F' NTURE WATER TARN _ DUSTING GRASS — �'------�— AREA MI, ALL ITEMS ARE NEW. PROPOSED, UNLESS NOTED AS EASTM COMPOUND PLAN - ELECTRICAL I SCALE: 11t = 1'-0' E-1 ,RITE V' entrex eommunlAttrUan �arvicw, Inc. 0800 Rockledge Drim Sults 650 BETHESDA. ND 20817 PHONE: (202)408-0980 FAX: (202)408.0981 SUBMITTALS DATE DESGRPDON I REV. *-01-18CONSTMX11M REYIEM 05-01-18 CONSTRUCTOR REYIER 07-D5-18 CONSTRUCTON 07-25�-i8 CDUNTY C0181ENTS Milestone COMMUNICATIONS PROJECT NO: 1050.221 DESIGNER: A.S. ENGINEER: M.M. SCALE: 0 1 2 1 GRAPHIC SCALE IN INCHES LEMS MOUNTAIN 299 COLONNADE DRIVE CHARLOTTESVILLE, VA 22903 TITLE: COMPOUND PLAN ELECTRICAL SHEET NUMBER: E-1 GENERAL NOTES I. OBTAIN PERMITS AND PAY FEES RELATED TO ELECTRICAL LION( PERFOPED ON THIS PROJECT. DELIVER COPIES OF ALL PERMITS TOXRESTIIES REPRESENTATIVE. 2 SCHEDULE AND ATTEND INSPECTIONS RELATED TO ELECTRICAL WORK REIAARED BY .ARISDICTIDN HAVING AUTHORITY, CORRECT AND PAY FOR ANY WORK REDO RED TO PASS ANY FAILED INSPECTION 3. ENGAGE AN INDEPENDENT ELECTRICAL TESTING FIRM APPROVER BY MILESTONE TO TEST AND VERIFY THAT RESISTANCE DOES NOT EXCEED 5 OHMS TO GROUND BY MEANS OF ' FALL OF POTENTIAL TEST'. TEST SHALL BE WCIESSED BY MILESTONE REPRESENTATIVE THE COMPLETED SITE SHALL BE TESTED AND A REPORT SENT TO MILESTONE REPRESENTATIVE, 4. REDLINED AS-DULTS ARE TO BE DELIVERED TO MIESTCHE REPRESENTATIVE. 5. PRIOR TO ANY TRENCHING CONTACT MISS UTILITY TO VERIFY LOCATIONS OF ANY EXISTING BURIED SERVICE CONDUITS 6. FURNISH AND INSTALL THE COMPLETE ELECTRICAL SERVICE, TONER LIGHTING EQUIPMENT, TELCO CELL SITE CABINET, AND THE COMPLETE GROUNDING SYSTEM, 7. ALL WORK SHALL BE PERFORMED N STRICT ACCORDANCE WITH ALL APPLICABLE BUILWHG CODES AND LOCAL OOINVNLES, INSTALLED IN A NEAT MANNER AND SHALL BE SUBJECT TO APPROVAL BY MILESTONES REPRESENTATIVE B CONDUCT A PRE-CONSTRUCTIEN SITE VISIT AND VERIFY EXISTING SITE CONDITIONS AFFECTING THIS WORK. REPORT ANY OMISSIONS OR DISCREPANCIES FOR CLARIFICATION PRIM TO THE START IF CONSTRUCTION 9. PROTECT ADJACENT STRUCTURES AND FINISHES FRIM DAMAGE. REPAIR TO ORIGINAL CONDITION ANY DAMAGED AREA REMOVE DEBRIS ON A DAILY DAM DEBRIS NOT REMOVED IN A OELY FASHION WILL BE REMOVED TBY OTHERS AND THE RESPONSIBLE SUBCONTRACTOR SHALL BE CHARGED ACCORDINGLY. REMOVAL OF DEBRIS SHALL BE CO RDINATED WITH THE UWMER'S REPRESENTATIVE. DEBRIS SHALL BE PROPERTY REMOVED FROM THE ANO DdSPOSED OF LEGALLY. D. UPON COMPLETION OF WON(, THE SITE SHALL BE CLEAN AND FREE OF NO AND CAKED DIRT ON EQUIPMENT. 18 DOCUMENT GROUND RING ]INSTALLATION AND aMECTDRS TO R WITH PHOTOGRAPHS PRIOR TO BACK FILLING SITE PRESENT PHOTO ARCHIVE AT SITE 'PUNCH LIST' WALK TO MILESTONE REPRESENTATIVF. EXISTING TELCO - DENARCATRBI PEDESTAL GENERAL SPECIFICATIONS 1 VDNNG SHALL BE AVG STRANDED COPPER WITH THIN OR THWWTHHN INSULATION, 1112 MINNIA INSTALLED IN 3111' MINN" CONDLI T. Z WIRING DEVICES AND EIUIPMENT SMALL BE LL LISTED FOR THEIR INTENDED USE 8 MATERIALS SHALL BE FEW AND CONFERN TO THE APPLICABLE STANBARDS ESTABLISHED FOR EACH 17EN BY THE MANIZATIENS LISTED BELOW - AMERICAN SOCIETY FOR TESTING NO MATERIALS (AS1N) - UNOERVRITMS LABORATORY (UL) - NATIONAL ELECTRICAL MM.FACTIIRING ASSOCIATHIN (NEMA) - AMERICAN STANDARDS ASSOCIATOIN (ASA) - NATIONAL FIRE PIATECTOM ASSOCIATION OEPA) 4. INSTALLATION IF MATERIALS SHALL COMPLY WITH REGULATIONS OF, - THE NATIONAL ELECTRICAL CODE 2811 EDITMN (FPA 70) - THE NAT@ML ELECTRICAL SAFETY CUBE (M5I C-2) - THE LIFE SAFETY CODE (NEPA IDD 201P UBC S THE ENTIRE SYSTEM SHALL BE S LIBLY GROUNDED USING LOCK NUTS AND BONDING NUTS ON COMETS AND PROPERLY BONDED GROUND CCNDOCTORS, RECEPTACLES ARID EQUIPMENT BRANCH CIRCUITS SHILL BE GROUNDED WITH A FULL-SIZED EQUIPMENT GROUNDING CONDUCTOR RUN IN THE CIRCUIT'S CONDUIT. 6 CUDJCTCRS SHALL BE INSTALLED IN SCHEME 40 PVC MUUT 7� PROVIDE RLL BOXES AND ,UNCTION BOXES WHERE REQUIRED SO THAT CONDUIT BENDS DO NOT EXCEED 360', EXISTING MINION DEMARCATION POLE (REFER TO PLAT 1/E-0 STUB UP CONDUITS AT PRE DISE 0 4' COMBATS FROM POWER DEMARCATION TO NEW TRANSFORMER ABBREVIATIONS A AMPERE AF AMPERE FRAME C ODNDUIT EMT ELECTRICAL METALUC TUBING E EXISTING GND GROUND KWH KILOWATT HOUR LFNC UDUIDTIUHT FLEXIBLE NON-METALUC CONDUIT MCB MAN CNCUiT BREAKER P POLE PVC POLYVNYL CHLORIDE RMC RIGID METAL CONDUIT SN SOLID NEUTRAL SW SWITCH V VOLT W VARE 0 PHASE NEW 1 PHASE TRANSFORMER T TT 3-POSLTX N BRANCHUNIT SGUARE D NO EZNLIG3225 - CMA RATED) O TERMINAL BOR SODUARE D NO EZN160DTBU (6110A RATED) O MIN (2) 4' PVC POWER CONDUITS WITH PULL LINES UTILITY WARNING RIiBON- COMPACTED BACK FILL MIH SATISFAC70RY NATIVE OR 1MPO M SOIL j/ (2) 4' PVC TO.CO UNDISTURBED SOL (2) 4- PVC POW CONDUITS BACK FILL (SAND OR NATIVE SOIL) PER ASTM STANDARDS mm 1. CONTRACTOR $HALL CONTACT ELECIRIC COMPANY 2 8WMESS DAYS BEFORE COVERING FOR CONDAT NSPECION. Z CONDO SHALL BE BE SCHEDULE 40 PVC FOR DIRECT BURIAL AND INSTALLED IN AMORDAMF NIH ELECTNC COMPANY SPEORCAOON& 1 EACH CONDUIT SHALL HAVE ONE'PCLYOLERN', 1DOD PaMOS STRESS PULi UNE NSTALIFD, M ACCOMMODATE THE PUWNG CABLE. POWEVELCO UTIL" CONDUIT BURIAL DETAIL 2 SCALE: 3/4' = l'-0' E-2 NOTE& (D 4' PVI: TiLCO CONDUITS L. PROVIDE (5) POSITION METER CENTER APPROVED BY DOMINION. VITT RLL LINES 2. OBTAIN SITE'S FAULT DRRENT RAING FROM DOMINION POWER REPRESENTATIVE PRIOR TO ORDERING AND INSTALLING METER CENTER. PROVIDE METER CENTER COMPONENTS HAVING A FAULT CURRENT RATNG (NEMER THAN THE SIIE'S FAULT CURRENT. I CONTRACTOR SHALL INSTALL CONDUITS FOR DOMINION POWER CABLES. DOMINION POWER SMALL INSTALL CONDUCTORS. PRUAOE TODD m TEST PuN LINES IN ALL CONDUM S PRONE PIAL BOXES AND AMON BOXES IMNERE REQUIRED SO TA7 TOTAL ("IT ODDS 00 NOT EXCEED 3GC. REFER TO ORANNG E-4. 6, ALL ELECTRICAL ITEMS SHALL BE ILL. LIM AND LABELED FOR TIER INTENDED USE UTILITY RISER DIAGRAM n SCALE: N.T.S. E-2 HAN HOLE UTILITY CABLING Nv entrex 4xmmunfAarDlon services, Inc. 6608 Rockledge Drlve, SuNe 858 BETHESDA, ND 20817 PHONE: (202)408-0860 FAX: (202)4080961 SUBMITTALS DATE DESMP71ON REV. 05-18-18 1 MN57MMON RENEW 1 I6 -DMSO I CONSTRUNON RENEW I 1 07-018 CON5THRIICIION 4 Milestone COMMUNICATIONS PROJECT ND: 1050.221 DESIGNER; A. S. ENGINEER: M. M. SCALE: 0 12 1 GRAPHIC SCALE IN INCHES LEWIS MOUNTAIN 299 COLONNADE DRIVE CHARLOTTESVILLE, VA 22903 TITLE: UTILITY DIAGRAM, DETAIL AND ELECTRICAL NOTES SHEET NUMBER: E-2 p61 - 'A SERVICE BREAKERS IN FERCE POST GATE FRAME METERING CENTER db NEN` MONOPOLE TO LOAD (TYPICAL) 2 AWG BARE TNNED SOLD QI EXOTHERMICALLY YIELDED TO Q TOLE BASE AND GROUND RING GROUND Access dd LIVE PHASE HAHDHOJ NEUTRAL AND LU65 GRACE APPL SERNCE {RO.ND PAINTYOVERNCADWELD PHASE L 0 POLE GROUND RING PHASE LUG " °" a° -- IS \ 30" TINNED SOLID LL 2 AWG dd N MW GRADE SERVICE CONDUCTORS FROM UTILITY TRANSFORMER EXOTHERMICALLY WELD EQUIPMENT GROUNDED NEUTRAL GROUND RODS FOUNDATION MAT IOCONCRETE JUTAPER TD GATE POST FOUNDATION GROOAINC IEITANALS FTIDII UTILITY TRANSFORMER(NOTE 1.) 3 5' BELOW GRAVE 2/0 AWG FLEOGBLE CATS ,AMAPER AND GATE FRAME BARE 2 AMG N J/4' LFNC (HARCiR Na GO(2/02 OR EQUAL) C o 2 AWG BARE TINNED SOLID GROUND ELECTRODE — T 31WX 1(f COPPER-0.AD COPPER WIRE BONDED SYSTEM (GROUND RING) STEAL GROUND ROD ,4 a6 nd nF Ao P. TO GROUND RING NOTE4 DRIVE B' LONG GROUND RCD COMPLETELY BETON (RACE. 2 GROUNDING TERHNAL BLOO(S ARE PROVIDED- FACTORY INSTALLED WITH METER AND ARE BODED TO METAL ENCLOSURES MONOPOLE GROUNDING DIAGRAM n GATE AND FENCE BONDING DETAIL z 3 POSITION METER CENTER SCALE N.T.S. E-3 SCALE: N.T.S. E-3 SERVICE GROUNDING DIAGRAM SCALE N.T.S. E-3 I T- - — — — --------.----- I NS11lATOR6 I NONCIPOE GROUND ELECTRODE SYSTEM W/J11 LWK FENCE I (DIAGRAM 1/E-3) o0 0 0 a 0 0 0 0 0 0 0 0 a 0 0 t0} o a 0 0 0 0 0 0 0 0 0 o f X—% K—%—I<——%—X—%—X GROUND BAR B' COPPER LENGTH OF CRQUNO 0 n % I TO POO S/E-3} WIIOED a o o a o II , 2G�ROUNND WIRE EII TO AMC BARE COPT �R GROUND WIRE DEED TO I. COILED N HANOKNE MONOPOLE GROUND RING MONOPOLE GROOND RING BASE FOR CONNECHOI TOI I �, u I 1 FUTURE IELCp CABINET I f 72'-B' MONOPOLE 0 I + 16 LENGTH OF GRDUNO o EIDATION I CONCRETE MAT 1 WRE COILED ABOVE GRADE FlTER CABT. \� FOUNDATION FOR CONNECTION TO I I BEIDIV GRADE 1 TRANSFORMER 0 0 0 0 0 I 1 I + � �I •I I 1 1RAxsFORIiER I CNELLAIIEL NABETCABINETCOMET �oLM1Np BAR I E + MAN GROUND BAR SMALL BE HARGER CAT. NOL MA142DJ GROUND ACCESS 1 0UKTAR GGROMINND W 7 7H GROUNDBAMS PORT UP MTN ANGLE ADAPTERS I L — — — — — — II (°EFu /E—J) 11 NEW MONOPOLE GROUND BAR Tsi REFER TO DIAGRAM 3/E- x — — — — — — — — — — J + FOR SERMCE GROUNDING I 1 SCALE: N.TS. E-3 GROUND RNC / +" +>< VOLINI Roo 1 BOND GATE TO POST AND J / POST TO GROUND RING �+. / ! .A HAND REMOVABLE (DETAIL 2/E-3) V i x X PVC cue r fi' 3/4' WASHED STCINE x� E7OSHNG GRASS AREA BDIC ALL ITEMS SHOWN ARE PROPOSED, NEN, UNLESS NOTED AS EY75TING. + 'x�x - � �x - x GROUNDING PLAN SCALE: J/6' = 1-0' E-3 GROUNDING NOTES IV K 36' PVC SOL 2 ANC BARE SCUD I. GROUNDING SHALL COMPLY WITH ARTICLE 250 OF THE NATIONAL ELECTRICAL CODE 7. GROUND RODS 5/8" x W LONG TOPS DRIVEN A MINIUUM OF 30' DEEP. PPE WITH 1'V If VIRE PIGTAIL 30T8 FOR WIRES 2. ALL GROUNDING DENCES SHALL BE U.L APPROVED DR LISTED FOR THEIR INTENDED USE B. EXOTHERMIC MELDS SHALL BE MADE ON METAL POSTS 12' ADOVE GRADE. 3. GROUND WIRES SHALL BE 2 ATFG BARE SOLID TINNED COPPER UNLESS 9. NOTIFY MILESTONE REPRESENTATIVE PRIOR TO BURIAL OF GROUNDING ELECTRODE 2 AWG BARE TINNED SOUD NOTED OTHERWISE. SYSTEM. ADDITIONALLY, PHOTOGRAPH GROUND ROCS AND LABEL EACH PHOTOGRAPH �DUND COPPER GROUND WIRE MTN GROUND ROD'S DESIGNAIION. DIMMED 30" BELOW GRADE 4. GROUNDINGRIG WIRE AND SHALL SE EXOTHERMICCCTAB WELDS PRO ES GROUND RODS, 1O GROUNDING SYSTEM RESISTANCE MEGGER TEST. PRODUCTS; RING WIVE AND POLE BASE. ACCEPTABLE CLE .E SURFACE/ PRODUCISR 'CADMi]D' AND "THERMIDAELD'. CLEAN SURFACES TO SHINY METAL THF 'EAI I OF POTENTIA' OR iF➢REF TERMNAI' METHOD SHALT BE USED. Mf RE MMES ARE WELDED TO GALVANIZED SURFACES APPLY TWO COATS OF a. DRX CURRENT REFERENCE PROBE (C2) 2DO' FROM TEST GROUND ROD. ➢NC-IOCH COLD--:ALVANYDNG PANT. b. DRIVE POTENTIAL. REFERENCE PROBE (P2) AT TEN LOCATIONS M A STRAIGHT LINE 5. ROUTE GROUNDING CONDUCTORS AUDI THE SHORTEST AND STRAIGHTEST PATH BETWEEN THE EARTH ELECTRODE AND (C2.) PMER.E. BEND GRCUNEMG LEADS WITH A MINIMUM B' RADIUS. c. PLOT T) FROM E READINGS (INRO OHMS) ON GRAPH, INDICATING (P2) DISTANCE (IN FEET] FROM EARTH ELECTRODE 6. GROUND RODS SHALL BE SPACED AS BROWN ON PLAN I/E-3 AND d_ CHART THE 62' PONT ON GRAPH LINE GROUND ACCESS HANDHOLE DETAIL e INTERCONNECTED WITH 2 AWG BARE TINNED SOLID COPPER WIRE 30" BELOW GRADE. a RECORD ON CHART THE DATE, TIME, AIR TEMPERATURE AND SOIL MOISTURE CONTENT. SCALE N.T.S. E-3 f. SUBMIT TEST RESULTS TO MILESTONE AS PART OF SITE CLOSE-OUT DOCUMENTATION. entrex communlcatlon earvloos, Inc. 6600 Rockledge Drive, Suite 550 BETHESDA, HD 20817 PHONE: (202)4pgI FAX: (202)408-0961 I SUBMITTALS DEI CONSTRUCTION REVIEW Gfi-O-:A OONSIRUCTION REVIEIM 06-84-18 OONSIRUCIDH RENEW 01 CONSIR'UCTIN 07-25-18 1 COUNTY COMMENTS Milestone COMMUNICATIONS PROJECT NO: 1050.221 DESIGNER: A.S. ENGINEER: M.M. SCALE: OI. 1 2 1 GRAPHIC SCALE IN INCHES LENS MOUNTAIN 299 COLONNADE DRIVE CHARLOTTESVILLE, VA 22903 TITLE: GROUNDING PLAN AND DETAILS SHEET NUMBER: E-3 O U SXID RESISTANT I SURFACE Box } NOTES 1. PROYDE PULL BONES WITH THE FOLLOWING CHARACTERISRCS IX1A2ITE' PG STYLE POLYMER CONCRETE ENCLOSURE WITH OPEN BOTTOM SIZE: 24'W X 24'L X 36'D MANUFACTURER HUBBELL ONE PIECE BOLTED LE TER 22/HS20 RATED 2. INSTALL TOP OF PULL BOX FU.SH WITH GROUND SURFACE 3. INSTALL 4" MINIMUM DEPTH PEA GRAVEL UNDER BOTTOM OF PULL BDX. COMPOSITE TELCO PULL BOX DETAIL �z1 SCALE N.T.S. E-4 i I.:a9118= Box O O SKID RESISTANT 7RFACE i 1/ /1 1 / EWING APARTMENT BUtlDNG f ff 1 f f f ! EWING 00EL ROAD I � 10' EASEMENT FOR POMTF ANOO�� l DOMMLMCPG. 60 70 MNNG D.B. 43+, PG. aos NOTE& 1 \ EWING PAF61NO LOT 1. PROVIDE PULL BOXES WITH THE CONCRETE C LOSUIR ORIS N 1 1 \ WAZITE' PC STYLE POLYMER CONCRETE ENCLOSURE WITH OPE71 BOTTOM \\\i SZE: 38'W X WL x 36'O MANUFACTURER HUBBELL \ ONE PIECE BOLTED LID TIER 22 RATED AN EASEMENT FOR SEVER AND WATER UNE- TO MNINC 2. INSTALL TOP OF RILL FLUSHGROUND SURFACE PROPERTY UNE\ D.B. 434, PG 605 3INSTALL 4' MINIMUM DEPTH PEA GRAVEL UNDER BOTTOM OF PIAL BOX. COMPOSITE POWER PULL BOX DETAIL X31 UNIMPROVED aT PGBDD / SCALE N.T.S.OLON -CTRIGHT IWAY E-4 \ / -REET ADE DIaVE- 25 ACCO -S ROAD 2- 4' PVC TELCO CONOU\ \/v/ AND UTRM EASEMENT tw / 2- 4' PVC Pm CORDURS / t2D0UTLITY / V / DRAINAGE E�EIEI� / / DD. 1075, PO 259 / �r UTILITY ROUTING PLAN n SCAlE 1'=30'-O' E-4 I� 7RU entrex oommunicatlon eervN�e, Inc. 6600 Rocidedge Drf-, Suite 550 BENHESDA, MD 20817 PHONE: (202)405-0060 FAX: (202)406-0961 SUBMII DATE DEscRipn REV. Or18r18 WNSIf81CI10N RENEW oe-m-1B COF6TiNIICIgN REMIEID m-os-rDDNsmucnDN O7-211: COWTY COMNENfS 4 Milestone COMMUNICATIONS PROJECT NO: 1050"221 DESIGNER: A.S. ENGINEER: M.M. SCALE: 0 12 1 GRAPHIC SCALE IN INCHES LENS MOUNTAIN 299 COLONNADE DRIVE CHARLOTTESVILLE, VA 22903 11TLE: UTILITY ROUTING PLAN SHEET NUMBER: E-4 0INO %\00